Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993318 DEA: 11423704 EFIS: 1116000059
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-8-R31.8/R41.7
Work Description: PLACE CRCP, HMA, MGS, AND WATER POLLUTION CONTROL SYSTEM.
Location Description: SAN DIEGO COUNTY NEAR ALPINE FROM VIEJAS CREEK BRIDGE TO PINE VALLEY CREEK BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 5860 El Camino Real, Ste 200, Carlsbad, CA 92008
Resident Engineer: Art Pannu Structure Rep.: Carlos Guzman
DIME Sample ID: 2024-07-02-39
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/02/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/03/2024
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: 1/2" HMA
From where was the sample collected: Supplier
Laboratory sample identification: 6553-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta
DIME Test ID: 2024-07-02-39-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 07/15/2024
Date Tested: 07/12/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Does not comply - Target 5.00% - Tested two samples/both failed
Test Result Compliance: does not comply
Additional Comments When Verified:
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What temperature unit is used?
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Fahrenheit
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
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4016.1 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5556.9 g
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Mass of HMA Sample prior to ignition
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1540.8 g
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Corrected Asphalt Binder Content
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5.72 %
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Mass Loss
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93.4 g
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Mass of aggregate remaining after ignition
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1447.4 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.34 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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no data0 %
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Test Temperature
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538 F
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